Dynamic analysis of soil pile structure interaction in sandy soil by small scale model test on shake table

Authors

  • Pintukumar Senghani M.E, Structural Engineering, HJD Institute of Technical Education and Research-Kera Kutch
  • Prof. Narendra Pokar Assistance Professor, Civil Engineering department, HJD Institute of Technical Education and Research-Kera Kutch
  • Prof. B. J. Panchal Associate Professor, applied mechanics department, L.D .Collage of Engineering, Ahmedabad

Keywords:

Shake table, Sandy soil, Soil pile structure interaction (SPSI), Lateral displacement, Story drift, Small scale model

Abstract

Seismic behavior of structures built on soft soils is influenced by the soil properties and the foundation
type, where the response is significantly different from the fixed base condition owing to the interaction between the
ground and the structure. The aim of present work is to understand the behavior r of soil pile structure interaction
RCC framed low rise structure by experimental study. Two bay Ground plus 4 stories RCC framed structure is
considered for the soil pile structure interaction behavior study. Small scale model is derived, constructed and tested
in laboratory on shake table. Fix based structure and Structure supported by end-bearing pile foundation of
experimental results are compared.

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Published

2016-06-25

How to Cite

Pintukumar Senghani, Prof. Narendra Pokar, & Prof. B. J. Panchal. (2016). Dynamic analysis of soil pile structure interaction in sandy soil by small scale model test on shake table. International Journal of Advance Research in Engineering, Science & Technology, 3(6), 264–267. Retrieved from https://ijarest.org/index.php/ijarest/article/view/816

Issue

Vol. 3 No. 6 (2016): Volume: 03, Issue: 06 - June, 2016.

Section

Articles